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Bridge Statistics for Springdale, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Springdale, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 118 meters (387ft) Total average daily traffic: 933,803 Total average daily truck traffic: 90,162 National Bridge Inventory (NBI) Registered Bridges for Springdale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3100693, Location: .1 MI S OF I275 (Lat: 39.293333, Lng: -84.485000), Route carried "on" structure: State highway 4, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 29,560 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 34,367 (year 2027), Design Load: HS 20, Features Intersected: TRIBUTARY MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.770, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Find on map >>
Structure Number: 3111822, Location: 1 MI W OF SR 4 (Lat: 39.296667, Lng: -84.503333), Route carried "on" structure: Interstate 275, Year Built: 1968, Year Reconstructed: 2007, Status: Temporarily open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 54,280 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 71,317 (year 2027), Design Load: HS 20+Mod, Features Intersected: KENN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.030, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3111857, Location: 1 MI W OF SR 4 (Lat: 39.296667, Lng: -84.503333), Route carried "on" structure: Interstate 275, Year Built: 1968, Year Reconstructed: 2007, Status: Temporarily open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 54,280 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 71,317 (year 2027), Design Load: HS 20+Mod, Features Intersected: KENN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.030, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112063, Location: OVER SR 4 (Lat: 39.295000, Lng: -84.485000), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.98m (19.62ft), Average Daily Traffic: 64,295 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 84,911 (year 2027), Design Load: HS 20, Features Intersected: SR 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.640, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.3m (86.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112098, Location: OVER SR 4 (Lat: 39.295000, Lng: -84.485000), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.98m (19.62ft), Average Daily Traffic: 64,295 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 73,675 (year 2027), Design Load: HS 20, Features Intersected: S4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.640, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.3m (86.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112128, Location: OVER SR 747 (Lat: 39.295000, Lng: -84.466667), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 70,655 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 94,578 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 747 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.250, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112152, Location: OVER SR 747 (Lat: 39.295000, Lng: -84.466667), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 70,655 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 94,578 (year 2027), Design Load: HS 20+Mod, Features Intersected: S747 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.250, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112217, Location: .16 MI E OF SR 747 (Lat: 39.295000, Lng: -84.463333), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 70,655 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 94,578 (year 2027), Design Load: HS 20, Features Intersected: CHESSIE SYSTEM RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.510, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.1m (95.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112241, Location: .16 MI E OF SR 747 (Lat: 39.295000, Lng: -84.463333), Route carried "on" structure: Interstate 275, Year Built: 1960, Year Reconstructed: 1979, Status: Temporarily open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 70,655 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 94,578 (year 2027), Design Load: HS 20, Features Intersected: CHESSIE SYSTEM RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.510, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.3m (99.4ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 30.3m (99.4ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3112276, Location: .3 MI W OF IR 75 (Lat: 39.291667, Lng: -84.446667), Route carried "on" structure: City street CHESD, Year Built: 1960, Year Reconstructed: 2007, Status: Temporarily open, Structure Length: 12.43m (40.78ft), Average Daily Traffic: 100 (year 1970), Average Future Daily Traffic: 188,837 (year 2027), Design Load: H 15, Features Intersected: I275, Facility Carried by Structure: CHESTERDALE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Structure Number: 3138143, Location: NO DATA, Route carried "on" structure: City street M0266, Year Built: 1929, Year Reconstructed: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 22,000 (year 1976), Average Future Daily Traffic: 30,536 (year 2027), Design Load: HS 20, Features Intersected: B AND O RAILROAD, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 3163377, Location: NO DATA, Route carried "on" structure: Business City street GLENS, Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 1951), Average Future Daily Traffic: 2,082 (year 2027), Design Load: HS 20, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Structure Number: 3163393, Location: NO DATA, Route carried "on" structure: City street NEUSS, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,500 (year 1951), Average Future Daily Traffic: 2,082 (year 2027), Design Load: HS 20, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 3163423, Location: 0.3 MI. N. OF I-275, Route carried "on" structure: City street CHEST, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,480 (year 1988), Truck Traffic: 10%, Average Future Daily Traffic: 7,606 (year 2027), Features Intersected: TRIB. C TO MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Structure Number: 3163431, Location: 0.2MI. E. OF SR4, Route carried "on" structure: City street NLAND, Year Built: 1961, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 19,830 (year 1992), Average Future Daily Traffic: 27,524 (year 2027), Design Load: HS 20, Features Intersected: MUNICIPAL SERVICE BLDG., Facility Carried by Structure: NORTHLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 3111822, Location: 1 MI W OF SR 4 (Lat: 39.296667, Lng: -84.503333), Route carried "under" structure: City street KENN0, Year Built: 1968, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 100 (year 1970), Features Intersected: I275*W, Facility Carried by Structure: WB IR 275 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.084, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft) Find on map >>
Structure Number: 3111857, Location: 1 MI W OF SR 4 (Lat: 39.296667, Lng: -84.503333), Route carried "under" structure: City street KENN0, Year Built: 1968, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 100 (year 1970), Features Intersected: IR 275*E, Facility Carried by Structure: EB IR 275 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.081, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft) Find on map >>
Structure Number: 3112063, Location: OVER SR 4 (Lat: 39.295000, Lng: -84.485000), Route carried "under" structure: State highway 4, Year Built: 1960, Structure Length: 5.98m (19.62ft), Average Daily Traffic: 43,174 (year 2005), Truck Traffic: 6%, Features Intersected: I275*W, Facility Carried by Structure: WB IR 275 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 1.604, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft) Find on map >>
Structure Number: 3112098, Location: OVER SR 4 (Lat: 39.295000, Lng: -84.485000), Route carried "under" structure: State highway 4, Year Built: 1960, Structure Length: 5.98m (19.62ft), Average Daily Traffic: 43,174 (year 2005), Truck Traffic: 6%, Features Intersected: I275*E, Facility Carried by Structure: EB IR 275 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.160, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft) Find on map >>
Structure Number: 3112128, Location: OVER SR 747 (Lat: 39.295000, Lng: -84.466667), Route carried "under" structure: State highway 747, Year Built: 1960, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 37,191 (year 2005), Truck Traffic: 8%, Features Intersected: I275*W, Facility Carried by Structure: WB IR 275 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.338, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft) Find on map >>
Structure Number: 3112152, Location: OVER SR 747 (Lat: 39.295000, Lng: -84.466667), Route carried "under" structure: State highway 747, Year Built: 1960, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 37,191 (year 2005), Truck Traffic: 8%, Features Intersected: I275*E, Facility Carried by Structure: EB IR 275 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.335, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft) Find on map >>
Structure Number: 3112276, Location: .3 MI W OF IR 75 (Lat: 39.291667, Lng: -84.446667), Route carried "under" structure: Interstate 275, Year Built: 1960, Structure Length: 12.43m (40.78ft), Average Daily Traffic: 141,310 (year 2005), Truck Traffic: 11%, Features Intersected: CHESTERDALE ROAD, Facility Carried by Structure: CHESTERDALE RD Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.091, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft) Find on map >>
Structure Number: 3117898, Location: .44 MI N OF IR 275 (Lat: 39.298889, Lng: -84.468056), Route carried "under" structure: State highway 747, Year Built: 2006, Structure Length: 7.14m (23.43ft), Average Daily Traffic: 31,823 (year 2005), Truck Traffic: 11%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RAILROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.407, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 31.0m (101.7ft) Discuss this city on our hugely popular Ohio forum Back to: Springdale, OH, Ohio, All US cities.
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